ADITYA BHOSLE ARCHITECT MArch Architectural Association Design Research Laboratory
Design Profile
REFERENCES THEODORE SPYROPOULOS Director - Minimaforms Director - AADRL AA School of Architecure theo@minimaforms.com SHAJAY BHOOSHAN Designer - Zaha Hadid Architects Course Master - AADRL AA School of Architecure shajay.bhooshan@zaha-hadid.com KAMAL S MALIK Director - Malik Architecture 2nd Floor, Kaiser-I-Hind, Ballard Estate, Mumbai - 400001. kamal@malikarchitecture.com
PUNE UNIVERSITY, INDIA
MALIK ARCHITECTURE, MUMBAI, INDIA
STUDIOHAUS, PUNE, INDIA
AA SCHOOL DESIGN RESEARCH LABORATORY
ARCHITECTURAL ASSOCIATION SCHOOL OF ARCHITECTURE
ADITYA BHOSLE ARCHITECT (Registered- Council of Architecture, India)
4th APRIL 1989 22 Wendover Court, Finchley Road, London. NW2 2PG +447535927422 adibhosle@gmail.com
Education 2014-2016
Architectural Association | School Of Architecture Design Research Laboratory | MArch Architecture and Urbanism
2006-2011
Sinhgad College Of Architecture, Pune, Maharashtra, India Bachelor of Architecture (B.Arch.)
2004-2006
M.I.T Junior College, Pune, Maharashtra, India
1994-2004
Rosary High School, Pune, Maharashtra, India
Professional Architect
Architectural Intern
Work Experience StudioHAUS
MALIK ARCHITECTURE
Pune, Maharashtra, India Principal architect- Ar. Kunal Seolakar January 2014 - August 2014
Mumbai, Maharashtra, India Principal Architect- Ar. KAMAL S MALIK July 2011 - July 2013
InFORM ARCHITECTS Bangalore, India Principal Architects- Ar. KIRAN VENKATESH & Ar. NITHYA SRINIVASAN June 2010 - October 2010
Software Skills AutoCAD, Revit, Maya, Rhinoceros, Grasshopper for Rhinoceros, Revit, Vectorworks, SketchUP with VRay Code- C++, Arduino Adobe Photoshop, Adobe After Effects, InDesign, Microsoft office Word, PowerPoint, Excel. Robotic Arm software - RobotStudio (ABB), KUKAprc, Nachi.
Language skills English Marathi (native) Hindi
Achievements HUNKAAR - Short listed in top 10 - in the Annual National Design Competition conducted by NASA, SRM Chennai 2009 (Lead the Team) Architectural Thesis - Chosen as one of the representative entry of the college for NIASA, 2011 Awarded second position for Best Design in CONSTRO (exhibition on Construction Machinery, Materials Methods and Projects) Entrance Gate Design Competition, Pune 2007 (group work) EUCLIRON - Short listed in top 10 - in the National Design Competition conducted by NASA (National Association of Students of Architecture), MANIT Bhopal 2008 (Group work)
Workshops ODICO aDenmark - A workshop held by Shajay Bhooshan studio with Asbjørn Søndergaard and Anders Bundsgaard to operate an industrial robotic arm (ABB). IAAC Barcelona - A 3D printing workshop using a industrial robotic Arm with ALEXANDRE DUBOR (Digital and Robotic Fabrication & R+D.) and the students.
Other Interests Member of FEED (Forum of Exchange and Excellence in Design) attended seminars and lectures by architects around the world, namely, Ar. Charles Correa, Ar. Jimmy Lim, Ar. B. V. Doshi, Ar. Martha Schwartz, etc. Hosted Annual NASA (National Association of Students of Architecture) the largest Architectural Student Organizations in the world with student participants from more than two hundred colleges all over the India and countries around the world. Photography, Graphics design, Cricket, football, Table Tennis. Aeron Hockey - HERMAN MILLER Played at corporate level in Mumbai (Represented MALIK ARCHITECTURE) Won the AERON HOCKEY championship in Mumbai, 2012 Awarded Man of the Match for Semi-Finals and Finals for the same. Played at NATIONAL LEVEL AERON HOCKEY CHAMPIONSHIP (Represented Mumbai City), 2013
CONTENTS M.arch Architecture & Urbanism (DRL) loci STUDIO SHAJAY BHOOSHAN
Professional Profile
Academic Profile
Interests
ADHIRAJ RESIDENTIAL COMPLEX
CRICKET STADIUM pune Architectural Thesis
ADHIRAJ MARKETING OFFICE
SUR HENNING Extension Of Factory Bangalore
ADHIRAJ CLUB HOUSE
EUCLIRON The People’s Mall
ADHIRAJ COMMERCIAL PLAZA
HUNKAAR Tribute to a Poet
OXFORD PROPERTIS HEADQUATERS
KESHOPUR BIRD SANCTUARY
SIN ENVY PRIDE BAR - LOUNGE
SYRRAKO REATAURANT
ADHIRAJ RESIDENTIAL COMPLEX
Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri, Ar. Aditya Bhosle
MALIK ARCHITECTURE
Adhiraj Residential Complex, located at Kharghar, Navi Mumbai. It is a self sufficient township spread across 40 acres of land. It is located in Sector 36 in Kharghar along the 4 lane NH4. The project is a 20 minute drive from MIDC and Millennium Business Park, 10 minute drive to Navi Mumbai and 5 minute walk to two proposed metro stations.
VEHICULAR CIRCULATION
PEDESTRIAN CIRCULATION
Site dimensions and design enable easy workability between buildings. Vehicular circulation is restricted to the perimeter of the site to enhance the pedestrian experience within the site and on the podium. One way vehicular movement along the perimeter allows ease of traffic flow, giving greater importance to cyclists and pedestrians. Podium and basement parking is accessed from the peripheral road. Central spine is designed to allow easy movement of fire tender in case of emergency, otherwise it functions as a pedestrian spine. Unhindered bike and pedestrian access throughout the site is ensured through comfortable ramps, shaded pathways and a complete absence of vehicles except at the perimeter MALIK ARCHITECTURE
GREEN ZONES AND WATER BODIES
Podium Level Green Spaces
Road level Green Spaces
Journey of the River
Fingers form green belts that move between structures providing views and enriching the ambience
Maximizing the positive potentials of the natural resources and minimize the negative effects of the same, the design aids in controlling temperature, humidity, radiant temperature of surfaces, wind speed, air quality, natural ventilation, shading etc.. This is achieved by, orientation, landscapes, materials and colors. An adaptable landscape is developed throughout the site that can adjust to the thermal changes, air quality, acoustical and light requirements of different areas and provide a level of comfort. Pedestrian movement is provided with variable shading systems that include natural or constructed shading. An evaporative cooling system in the form of a water body reduces ambient temperature.
THE AMENITIES
A water channel flows along the central pedestrian spine and the amenities for the complex have been developed along it, akin to how ancient settlements developed along the banks of rivers. The ascent to the more private residential courts occurs from the spine through stepped plazas and landscaped community areas. MALIK ARCHITECTURE
The complex is accessed from a pedestrian entrance plaza. An iconic marketing office marks the entrance. The entrance plaza is designed as a landscaped space leading to the main pedestrian spine through the complex.
THE MARKETING OFFICE
Team Ar. Kamal Malik, Ar. Aditya Bhosle To design a marketing office for the residential site which includes the admin staff, sales executives and sample flats for display. It is proposed to be converted into a gallery cum cultural hub for the area after the complex has been occupied and the requirement of the marketing office is reduced. Concept The marketing office is designed in such a way that later it will be used as an art gallery with a cafe and a book shop. There is a viewing gallery at a height of 35m which will be use to show the buyers the overall site development as well as the vista of the central spine. The tube is a clean mass with glass faรงade just enough to get in the north light. The mock-ups are placed is such a way that they look suspended and these volumes are connected with bridges and staircases. MALIK ARCHITECTURE
Viewing Gallery & cafe 3BHK sample flat Audio Visual Room 2BHK sample flat Book Shop
Initial sketch
Design Development
Structure
Conceptual section
Sales Executives 2BHK sample flat
8
7
8'
4
5
6
3
1
2
1'
42.000 6.000
2.160
6.000
7.550
4.990
4.660
8.970
3.830
2.040
I UP 3.285
H
6.265
WAITING AREA
DROP OFF
ENTRANCE
STORAGE
14.000
MEETING ROOM
VISITING DIRECTOR
3.715
6.205
Y
5
9.665
F
9.23
2 CRO
3.285
ACCOUNTANTS MEETING ROOM
G
3.720
RECEPTION XEROX AND PRINTING
2 CRO
OFFICER'S CABIN
E 20째
UP
PANTRY
ERS
D 4.90 0
LOCK
B'
6.000
26.3 00
LOCK
C
5 3.00
SHOW
ER
SHOW
ER
SHOW
ER
SHOW
ER
CHAN
ERS
GING
CHAN
ROOM
S
GING
ROOM
S
JANIT CLOS OR'S ET
A' 3.60
0
B
3.60
0
6a 4.65
0
50
0
11.9
6.00
6a' 5a
2.20
5a'
0
4a 3a
3.16
0
A
X
Entrance level 8
7
8'
4
5
6
3
1
2
1'
42.000
8
7
8'
4
5
6
3
1
2
2.160
1'
6.000
6.000
7.550
4.990
4.660
8.970
3.830
2.040
42.000 2.160
6.000
6.000
7.550
4.990
4.660
8.970
3.830
2.040
60 "]"] 85 3.3 3.3 1/2 1/2 '-0 '-1 [11 [11
ING LIV OM RO
DINI
85 85 ]] 3.5 3.5'-9" '-9" [11 [11
NG
I
3.285
85 60 ] 3.4 3.4 '-5" ] '-4" [11 [11
90 0.9 3"] [3'-
10 "] 35 3.2 1/2 '-6 '-7 [10
35 2.3 8"] [7'-
85 2.2 6"] [7'-
00 50 1.6 5"] 3"] [5'-
DN
H
M
OO
MODEL
DR
3.285
BE
DN
N
HE
KITC
50 1.7 9"] [5'-
I
85 10 2.1 2.2 2"] 3"] [7'[7'-
DISPLAY AREA
60 0.7 6"] [2'-
85 ] '-5" 503.4 [11"] 2.6 1/2 8 [8'-
00 00 2.8 2.8 2"] 2"] [9'[9'-
DISPLAY AREA
7500 4.5 4.6 ']'-1"] [15 [15
2BHK SAMPLE FLAT
G
14.000
MEETING ROOM
3.715
Y
UP
G
3.720
Y
ER M ST MA OO DR BE
MEETING ROOM 14.000
CAFE & BOOKSHOP
35 "] 3.3 601/2 "] 1/2 3.3 '-11 '-0 [10 [11
3.715
SALES MANAGER
10 2.46011"] 2.3 9"] [7'[7'-
40 00"]"] 1.6 1.6 4 1/2 [5'-[5'-3
H UP
5
9.235
3.720
9.23
F
SALES EXECUTIVES
F
SALES EXECUTIVES 3.285
3.285
UP
E 20째
E
UP 20째
D D 4.900
B'
6.000 0
A' 3.600
B
3.60
6a
6a'
4.65
0
6.000
11.950
4.650
2.200
5a'
4a
4a
3a
3a
A
3.160
3.160
A
X
X
MALIK ARCHITECTURE
11.950
5a
2.200
5a'
6.000
0
5a
First floor
B
3.600
6a
6a'
C
3.005
6.000
26.300
3.005
C
A' 3.60
26.300
4.900
B'
Second floor
8
7
8'
4
5
6
3
1
2
8
1'
7
8'
4
5
6
6.000
7.550
3
1
2
1'
42.000
42.000 6.000
2.160
4.990
4.660
8.970
3.830
2.040
2.160
6.000
6.000
7.550
4.990
4.660
8.970
3.830
2.040
TERRACE
I
I
3.285
3.285
[10'-7"] [10'-8"] 3.230 3.255
[11'-7"] [11'-8"] 3.535 3.560 [4'-10"] [5'] 1.475 1.525
BEDROOM
BEDROOM [3'-7"] 1.095
DINING [11'-8"] [11'-7"] 3.560 3.535
BEDROOM MASTER [8'] [8'-2"] 2.440 2.490
KITCHEN [11'-4 1/2"] [14'-7 1/2"] 3.465 4.460
[3'] 0.920
9.235
9.235
[12'-2"] [12'-1"] 3.705 3.680
[12'-6"] [12'-6"] 3.805
[14'] [14'-1"] 4.265 4.290
[8'-5"] [8'-3"] 2.565 2.515
[10'-10 [10'-11 1/2"] 3.310 3.335
[10'-10"] [10'-9"] 3.305 3.280
ROOM LIVING
[3'-4"] 1.015
G
3.720
[7'-6 1/2"] 2.300
Y UP
UP
3BHK SAMPLE FLAT
14.000
G
3.720
[7'-1 1/2"] [7'-2 2.175 2.200
CAFE
14.000
Y
3.715
[8'] [8'-2"] 2.440 2.490
AUDIO VISUAL ROOM 3.715
[5'-2"] 1.575
H
H
[4'-10"] [4'-8"] 1.470 1.420
[15'-9"] [15'-10"] 4.795 4.820
MEETING ROOM
F
F
DN 3.285
3.285
DIS
PLAY
UP
AREA
E
E 20째
20째
D
D
B' 4.900
GALLE
AREA PLAY DIS
C
C
3.005
3.005
6.000
26.300
RY
6.000
WING
26.300
4.900
B' VIE
A' 3.600
A' DIS
3.600
B
3.600
PLAY
3.600
6a
B
AREA
6a 4.650
5a
6a'
11.950
4.650
5a
2.200
5a'
6.000
11.950
6.000
6a'
2.200
5a'
4a
4a 3a
3a
A 3.160
3.160
A
X
Third tfloor
X
Viewing gallery
THE CLUB
Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri Ar. Aditya Bhosle Design To design a club for the residential complex along the spine, which includes indoor sports, restaurants, swiming pools and gymnasium. MALIK ARCHITECTURE
Concept The entire club is merged with the podium which is planned with restaurants and leisure pools. The sports section is planned in the basement with required light and ventilation. The floating mass spanning over consist of gymnasium spa and a lap pool with a deck.
THE CLUB
Entrance Level Plan
Basement Level Plan
MALIK ARCHITECTURE
Podium level Plan
Gymnasium & Spa Level Plan
Section
Pool & Deck Level Plan
The club is equipped for leisure as well as serious sports and games. The lower levels along the water body have restaurants and lounge spaces which spill on to the banks of the kund. The upper levels have three pools: two leisure pools on the lower level and a professional pool on the terrace. A state of the art Gymnasium spans across the club, while the indoor sports facilities are located in the basement. In addition three outdoor tennis courts have also been provided.
THE COMMERCIAL PLAZA
Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri Ar. Aditya Bhosle Design To design a commercial plaza for the residential complex along the spine, retail shops, clinics, library and community halls MALIK ARCHITECTURE
The plaza is designed in a stepped form, which merges with the podium. The gathering spaces are the blocks cantilevering over the plaza. The commercial plaza is divided with a stream of water which blends with the surrounding landscape.
THE COMMERCIAL PLAZA
Road Level Plan
1st Podium Level Plan MALIK ARCHITECTURE
2nd Podium Level Plan
The commercial complex is designed as an outdoor plaza which combines indoor shopping and other specialized services with outdoor spaces for community events and outdoor markets. The plaza occurs in two stepped levels which lead to the upper podium levels of the residential towers and landscaped courts. Besides shops of different sizes, the plaza has a health care poly clinic, a large book and music store and a community hall. SECTIONS
KESHOPUR BIRD SANCTUARY
Client Punjab Tourism Development. Keshopur Ar. Netramohan Changmai, Ar. Aditya Bhosle To design an administration block for a bird sanctuary for Punjab tourism development. The Idea Behind | The Interpretation Center is the first platform of introduction to the Bird Sanctuary. The Structure was perceived as light structure almost shooting up from the ground like a bird ready for its flight. The base is designed to reflect the essence of a nest. The activities of the Interpretation Centre has been planned and arranged around circular forms. The Interpretation Centre is more of a pavilion and a court rather than rooms arranged in rows. The Idea behind the circular forms or chamfered corners of the room is that it has an organic appeal and its interaction with the earth mound creates a curve line almost depicting the flight pattern of a Bird. FREELANCE
The Design Idea behind the project was to create a space which was in constant connection with the sky visually. A Bird rests and settles down in its nest but it always looks up to the sky. So an attempt has been made to visually connect the interiors of Structure to the sky thereby maximizing daylight and at same time creating a sense of openness. The massing of the structure has been divided into two parts, a well settled lower part is designed with exposed bricks which houses all functions. The Brick walls have been reinforced to meet the to make it a seismically safe Structure. Whereas the upper roof is designed to signify complete freedom like a bird’s wing. It had been opened up towards the north side to allow diffused light into the interiors. The Roof has been designed with DANPALON, in order to achieve translucency and insulation at the same time. The Logic of earth berm The earth berm helps in absorbing heat during summer thereby reducing the inside temperature. During winter it helps in keeping the inside warm by radiating heat. It also creates an impression that the lower part of the Structure is an integral part of earth.
Circulation | The interiors of the Structure have been designed with an open layout giving a person to brisk around with complete freedom. Each interior space is connected visually to the external landscaped area. A scale model of the Bird Sanctuary has been strategically placed in a doubled-height space to orient the visitors before going for the actual trip. The Cafeteria is also completely open on one side connecting it to the nearby paddy fields, thereby giving an opportunity to enjoy the rural context.
FREELANCE
PARKING | The Parking has been completely isolated and well hidden from the main Structure, thereby making the barrier free space.
LANDSCAPE
Client Adhiraj Constructions. Ar. Kamal Malik, Ar. Sagarika Suri, Ar. Binaifer Ar. Aditya Bhosle The towers are designed with an over-riding motive to provide neighbourhood spaces at various levels along the site area and height of the buildings. Each tower has been designed in clusters of 5 levels that swivel every 5 floors thus forming open spaces along the height of the tower. These opens spaces host major functions such as refuge floors and otherwise lounge areas. The lounge areas give a 5 storey neighbourhood scale to each swivel thus reducing the impact of living in a tower and emulating a ground connection even at the highest level. MALIK ARCHITECTURE
Hence various levels of landscapes are created giving the homeowner a plethora of choices for recreation, socializing and entertainment. Each five storey neighbourhood will develop with a theme of its own along the height of the tower. Balconies overlooking these landscape areas provide monitoring opportunities for parents who can send kids to play in these small parks without attendants. Themes for the neighbourhood clusters are developed for all age groups thus providing localized gathering spaces without having to leave the security of the building. Neighbourhood clusters that will house kids play areas, seating and socializing spaces for the elderly, community barbecue areas all formulating the various neighbourhood clusters forming along the height of the tower. There are two entrance lobbies to each tower, one at the RG level and the other at the road level. The lobbies house security and help-desk with a large waiting lounge adorned with local artwork. A water body and landscape adjoining the entrance lounge waiting area provides a tranquil setting.
CRICKET STADIUM PUNE
Year - 2011 Guide Ar. Sudhir Chavan Design To design a stadium as a home ground for IPL team pune warriors, as well as the head quarters for BCCI with a capacity of 50,000 spectators and a parking for 4000 cars n 5000 bikes. ACADEMIC PROJECTS (Architectural thesis)
SITE Plan
First Tier Plan
Second Tier Plan
First Tier Capacity 20000 spectators. Tier is in two levels, these levels are provided with separate entries points from level +2.55 m. The utilities are planned under the stands. ACADEMIC PROJECTS (Architectural thesis)
Third Tier Plan
Second Tier Capacity 12000 spectators.Tier is in two levels, these levels are provided with one entry point from level +16.89 m.
Third Tier Capacity 15000 spectators.Tier is in two levels, these levels are provided with one entry point from level +26.55 m.
Pavilion End
ACADEMIC PROJECTS (Architectural thesis)
Pavilion End The large span of the pavilion end is achieved using girders which rest on the staircase cores connecting the tiers. The BCCI headquarters is designed with a helipad. the floating mass is restricted to VIP’s and players.
OXFORD PROPERTIES
Floor layout
OXFORD PROPERTIES 2014 Kunaal seolaker, Ar. Aditya Bhosle
Furniture Design StudioHAUS
The headquarters the brand values in its aesthetics. It was an exercise crafting a spatial solution that was both an experiential space for the brand as well as conducive to house it’s corporate workings. To maintain the desired look, studioHAUS incorporated marmara marble, textured glass, polished concrete with a resin coating and copper accents. Floor to ceiling textured glass walls were planned to maximise translucency and natural light.
SIN ENVY PRIDE - LOUNGE
Floor Layout
DSK 2014 Kunaal seolaker Ar. Aditya Bhosle The indetity of the Rooftop bar & lounge lies in its aesthetics and the view it overlooks. Building on these concepts, we took care to achieve a fine balance between contemporary design aesthetics and ensuring harmony with the gorgeous external views of the city and the river. StudioHAUS
SYRRAKO - RESTAURANT
Floor Layout
DSK 2014 Kunaal seolaker Ar. Aditya Bhosle The Resturant was design with a concept of a iceberg. It was an exercise crafting a spatial solution that was both a space as an identity for the retaurant as well as conducive to house it’s dining area. To maintain the desired look, studioHAUS incorporated marmara marble, StudioHAUS
L OCI
AADRL STUDIO SHAJAY BHOOSHAN ADITYA BHOSLE LYUDMYLA SEMENYSHYN RAMZI OMAR
Research frame The studio research agenda explores the use of combined technologies, robotic arms and 3d printing, in the architectural design. Nowadays, numerous investigations on materials and fabrication methods have been undertaken, in order to produce printed structures. The growing interest in material research and digital fabrication is challenging the conventional approach to architecture.
AADRL
Bending Strategies
Material investigation aims to develop the potentiality in the architectural field of existing 3d printing filament available in the market. PLA Plastic was chosen due to its physical and chemical properties. It is a malleable material, which can be easily repaired, bended and welded when heated. Once this material is engineered, new physical properties characterised it. Offering further advantages and the capability to create structural networks.
Programmable Material
Material Behaviour The next step was to study how a network of strands respond to different bending strategies in order to obtain forms that respond to structural and aesthetic requirements.
DESIGNING THE END-EFFECTOR
Manual Extruder
Multi-Nozzle Manual Extruder
Multi-Nozzle PLA Extruder V1.0
Multi-Nozzle PLA Extruder V2.0
A series of end effectors are designed through our research to automate the fabrication process based on the material behaviour and architectural intention For the customization of industrial robotic arm it is essential to design an end effector that allow the extrusion of the material following the requirements of resolution and time of printing previously explained in the material section. Furthermore, this robotic technology should be controlled through computational data. The material is meant to be extruded by the end effector also it should be able to print to at any angle. The images below show the design development of the end effector to achieve a fully automated and controlled printing tools. AADRL
Slip ring used in wind turbine 3mm thk filaments PLA filaments-proxy
Spools to hold the filaments in place Metallic plates to hold the spools in place Arduino board to control the rotation and extrusion Microstep driver to control speed of rotation 24amp Dc motor for power supply
Wooden and metallic plates to connect the end effector with robot
Stepper motors to push the material Ball bearing for smooth rotation Rotating spine PLA tracks Main gear and driving gear Stepper motor to rotate the plates Connecting rods
Plastic tubes Pneumatic connectors Adjustable holders
Extruder nozzles with 3mm wide openings heats the material to form semi solid
CONSTRAINT STUDIES DIGITAL ANALYSIS OF TENSION BENDING
Digital simulation using Grasshopper AADRL
The number and of the constraints for tension bending, should be studied in order to optimise the use of material and generate negative curvature forms. The digital studies show how the number and position of the constraints modify the curvature of the element, while the coloured graph shows the areas where a compression network should be added.
Printing Speed Test (micro) A good resolution of Material output Accurate tension for printing
Printing Process (macro) Network of member for stability Sequence of printing Temporary supports
Scanning (Feedback) Feedback loop Connecting the digital and physical world
Fabrication Test Tests were undertaken to understand how the robotic arm could be used to translate the virtual into physical models. At a micro scale, the printing speed was tested to define an accurate tension for printing that offered a good resolution of the material output. On the other hand, at a macro scale the printing process was examined. The sequence of printing should be established based on the networks for tension bending, to ensure the stability of the structure during the printing process. Physical and virtual models can differ due to the multiple factors that affect the printing process. The differences can be defined by scanning using a feedback loop.
SCANNING END-EFFECTOR PROXIMITY SENSOR
Sensor based single nozzle extruder AADRL
A single nozzle end-effector was designed to operate on a sensor, the actuation of the printing is controlled by the proximity senor, the extruder only switches on when a strand within its scanning range. The nozzle is mounted with a proximity sensor, the sensor is controlled through an Arduino board, the distance values from the sensor and stored by the Arduino and based on particular range of value the nozzle is actuated. The LED at nozzle indicates the existence of a strand in from of the nozzle.The end-effector being connected to the robotic arm it is easy update the co-ordinates of the physical model based on a digital model.
SCANNING AND PRINTING NACHI
Scanning physical model
Remapping
Printing
The physical model was scanned based on the digital geometry, every point from the digital model was remapped using and LED indicator.
The points from the digital simulation are remapped based on the physical model and the digital model is updated.
Once the digital model is updated according to the physical model, this geometry can be then use to print the compression network i.e. bracing on the component.
The robot is fed with the list points extracted from the simulation and every point from the list is retraced on the physical models and the X,Y,Z co-ordinates of the last axis is stored.
The updated points are again fed to robot to see if it coincides with the physical models, this can be easily checked with the help of a LED indicator as the LED stays on throughout its tool path. The figure on the left show the LED activated as the sensor detects the primary member within its proximity.
The same sensor based end-effector is used to brace the component. The material used for bracing is PLA same as the material used for the printed component.
MATERAL FABRICATION DESIGNING THE PROTOTYPE
Taking into account all the previous research on material behaviour and robotic fabrication, a prototype was designed. certain tests were performed in order to test the concept of bending, the anchor point, the control points of the material, and principally, the material integrity itself. The initial test performed at a large scale meant to prove whether the material composition of the system could actually behave as hypothesized. The network and printing process is based on the material behaviour. By the superimposition of printed elements, the base branches out in multiple connections. AADRL
Fabrication Process
FABRICATION CELL DESIGN AND ROBOTIC CHOREOGRAPHY
Bundling was employed to allow the branching out from a single base structure. This technique increased the cross section of the base component, enhancing the stability during print process and leading to a structure that admits further spanning.
Connection studies
Fluid forms AADRL
DESIGN PROCESS: In the earlier attempts to form a design process, several strategies that through trial and error formed the current design methodology were investigated. It is essential to point out the main goals of this research so as to make the concepts behind the current process more easily understood and also demonstrate the continuity of the research analysis. Segmented forms
A series of physical models were generated, based on design intuition and observations on the material behaviour. Starting from simple setup, the fundamental structural concept of bending active structures were studies, while the initial design concepts were being generated. Essential observations were made during this stage of the research. Such as the importance of the network in opposition to the structural behaviour of single elements. In this phase, the use of experimental form finding methods led to the definition of the material constraints and liberations, as well as to the perception of the design potentials of the system. The latter formed the design tools that were used in the later research.
Looping forms
Structure and surface
Structural analysis and assembly of units to form a space
DESIGN APPLICATION: Form Finding Process The target is to apply all the concepts developed through material research, robotic fabrication and computational design process, to design of a House These case studies in the history of plastic architecture were looked upon analysing them based on construction, connections and expansion. The process shows the geometric evolution and the form finding process. A sequence of steps developed to achieve geometrical possibilities.. Using a unit as a form finding module. The images show how we can apply our structural system based on material behavior. The process of layer printing is used to create a surface as explained previously. The deflection analysis shows the area where the surface density need to be maximized. An aggregation of these individual modular unit results in the form finding process
DESIGN House Evolution
2832
2560
SERVICES
9526
3080
TERRACE FLOOR +33.600
10612 AREA= 17.11SQ. M
3972
3173 3101
6TH FLOOR +21.900
1343
3177
6400
900
SERVICES
6.40 X 5.40 M AREA=36.97 SQ.M 412
5432
2088
200
3478
999
2000
600
1200
5TH FLOOR +18.000
2800
7276
450
450
900
10583
DN
10754
900
4598
900
2275
750
875
UP
4TH FLOOR +14.100
3685 600
7620
ROLLING SHUTT
ER
LOADING OF
SERVICE FLOOR +11.700
CORE 02
1696
800
LIFT SHAFT
DN
4917
OPEN BELOW
1148
5884
12848
7199
8376
900
750
9551
21322
2968
OPEN BELOW
7TH FLOOR +25.800
2150
1800
15243
5045
9476 799
1154 1000
2000
9
GE
LVL: 119.00 M
750 700
KOTAH FLOORING
1967
1000
8TH FLOOR +29.700
4300
LOBBY
2013
1000 1850
1000 2098
SQ.M
ARTIST'S LOUN
900
PHE DUCT
DN
6.40 X 9.55 M AREA=45.77 SQ.M
APRON BELOW
AREA= 286.30
UP
UP
6400
2364
LOBBY / CAFE TERIA/ EXHIBITION
OPEN BELOW
DN
CORE 01
1800
900
5200
9954
4227 1500
4267
7 848
6763 1975
1950
TENTH FLOOR LVL +37.500
AREA= 11.76 SQ. M 300
3307
250
10375
8
854
3001
LVL: 115.538 M
7
7554
903
DN
4
5 6
8959
4871
UP
6508
3
UP
904
AREA= 79.69 SQ. M
1400
PHE DUCT
4617
904
10658
904
11949
5236
A
B
2450
2562
25228
OPEN BELOW
904
903
7229
C
D
E DN
2587
14604
2558
4367
2
F
903
ARTIST'S LOUNGE
G
H
J
K
2330
M
1
SETS
HOIST ARRANGEM
ENT CANOPY
2ND FLOOR +7.800
REMARKS
FIRE RESISTANT DOOR
W10
FLUSH DOOR
3.5MX1.3M
1
ALUMINIUM WINDOW
PVC COATED DOOR
W11
ALUMINIUM WINDOW
DH DP1
0.75MX2.2M 0.75MX2.2M
7 8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
1.5MX2.2M 3.0MX2.2M
2 1
FLUSH DOOR ALUMINIUM DOOR
W12
2.13MX1.3M
1
ALUMINIUM WINDOW
DP2
0.75MX2.2M
7
FIRE RESISTANT DOOR
FW3
9.5MX1.3M
1
ALUMINIUM WINDOW
DP3
0.75MX2.2M
7
FIRE RESISTANT DOOR
ED2
9.45MX2.2M
1
ALUMINIUM DOOR
SW3
9.5MX1.3M
1
ALUMINIUM WINDOW
5.3MX1.3M
1
1200
78
00 10
1500
3948 2012
LIFT PIT
750
450
15279
675
4850
556
412
1500
1000
1750
1550
600
1450
600
1200
1650
SECTI
CERAMIC FLOORING
300
1000
750
8272
1500
10407
FC
550
1600
1500
1N 1S
12848
10756
4598
900
2275
725
600
7620
450
725
1295 800
1.241
2N 2S
125 750
800 700
2300
1000
2ND BASEMENT -8.000
750 700
9550 550
3441
550
2100
1400
1400 999
1770
750
7E 7W
8E 8W
CORE 02
KOTAH FLOORING
899 8476
1050
450
2050
250
9E 9W
1500
4035
200
75
44 2220
900
5430
9319 761
3219
1200
1318
750
LVL: 101.40 M
2000
3N 3S
4600
1400
5E 5W
6E 6W
12E 12W
B22 800X1200
2.6
45
0.0
35
31 UP
°
4. 5.
3 29
1.2MX2.2M
5
REMARKS
KEY PLAN DIMENSION
NO.
FIRE RESISTANT DOOR SHAKTI MET DOOR
ED3
ALUMINIUM DOOR
PW1
0.60MX0.6M
405
PATTERN WINDOW
ED4
3.5MX2.1M
1
ALUMINIUM WINDOW
PW2
0.90MX0.9M
48
PATTERN WINDOW
FLUSH DOOR
ED5 W1
5.2MX2.1M 4.3MX1.3M
1 3
ALUMINIUM WINDOW ALUMINIUM WINDOW
D2
2.0MX2.2M
1
SHAKTIMET DOOR
D2A
2.0MX2.2M
1
FLUSH DOOR
D3 D4
1.0MX2.2M 1.5MX2.2M
12 3
FLUSH DOOR SHAKTI MET DOOR
NAME
W2 W3 W4
DIMENSION 5.7MX2.2M
4.3MX1.3M 4.3MX1.3M 4.3MX1.3M
NO. 1
3 7 7
REMARKS
NAME
ALUMINIUM WINDOW ALUMINIUM WINDOW
2.0MX2.2M
1
FLUSH DOOR
W5
5.5MX1.3M
4
ALUMINIUM WINDOW
NAME
0.9MX2.2M
4
PVC COATED DOOR
W6
2.13MX1.3M
3
ALUMINIUM WINDOW
DF1
0.75MX2.2M
39
D9
D8
1.0MX2.2M
10
D9A
1.0MX2.2M
2
PVC COATED DOOR FLUSH DOOR PVC COATED DOOR
W7 W8 W9
3.5MX1.3M 5.2MX1.3M 5.5MX1.3M
3 3 1
ALUMINIUM WINDOW
DF2 DC1
ALUMINIUM WINDOW ALUMINIUM WINDOW
NO.
DIMENSION 0.75MX2.2M
9
0.75MX2.2M 0.75MX2.2M
9 16
ALUMINIUM WINDOW
DH DP1
0.75MX2.2M 0.75MX2.2M
7 8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
FLUSH DOOR ALUMINIUM DOOR
W12
2.13MX1.3M
1
ALUMINIUM WINDOW
DP2
0.75MX2.2M
7
FIRE RESISTANT DOOR
FW3
9.5MX1.3M
1
ALUMINIUM WINDOW
DP3
0.75MX2.2M
7
FIRE RESISTANT DOOR
1
ALUMINIUM DOOR
SW3
9.5MX1.3M
1
ALUMINIUM WINDOW
9
W10
3.5MX1.3M 5.3MX1.3M
1 1
ALUMINIUM WINDOW
FIRE RESISTANT DOOR
1.
BENGALURU OFFICE
FIRST FLOOR PLAN
PROJECT MANAGEMENT CONSULTANTS
CLIENT
SCALE
DESIGN CONSULTANTS & COMMERCIAL AGENCIES
BNM INSTITUTE OF TECHNOLOGY
1:100
BANGALORE
#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854
NOTES:
ARCHITECTS
#422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62
DATE
ORIENTATION
07-04-2010
BNMIT/ WD/AR-101
3.
6. 7.
DRAWING NO.
1127-AR-P00-004 11-03-2010 - V9.0, R0
2.
4. 5.
HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195
LEGENDS
IMPORTANT NOTE
SCHEDULE OF OPENINGS
ABBREVIATIONS
NAME
WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.
IN GENERAL [ PROJECT SPECIFIC]
DIMENSION
NO.
FRD D1
1.2MX2.2M 1.2MX2.2M
3 29
D1A
1.2MX2.2M
5
NAME
DIMENSION
NO.
REMARKS
NAME
0.60MX0.6M
405
PATTERN WINDOW
1
ALUMINIUM WINDOW
PW2
0.90MX0.9M
48
PATTERN WINDOW
1 3
ALUMINIUM WINDOW ALUMINIUM WINDOW
2.0MX2.2M
1
SHAKTIMET DOOR
2.0MX2.2M
1
FLUSH DOOR
1.0MX2.2M 1.5MX2.2M
12 3
W2 W3
FLUSH DOOR SHAKTI MET DOOR
W4
5.7MX2.2M
1
4.3MX1.3M
3
4.3MX1.3M
ALUMINIUM WINDOW
7
ALUMINIUM WINDOW
2.0MX2.2M
1
FLUSH DOOR
W5
5.5MX1.3M
4
ALUMINIUM WINDOW
NAME
0.9MX2.2M
4
PVC COATED DOOR
W6
2.13MX1.3M
3
ALUMINIUM WINDOW
DF1
0.75MX2.2M
39
1.0MX2.2M
10
D9A
1.0MX2.2M
2
PVC COATED DOOR
W7 W8
FLUSH DOOR
W9
PVC COATED DOOR
3.5MX1.3M
3
5.2MX1.3M
ALUMINIUM WINDOW
3
5.5MX1.3M
ALUMINIUM WINDOW
1
ALUMINIUM WINDOW
DF2 DC1
DIMENSION
NO.
0.75MX2.2M
9
0.75MX2.2M 0.75MX2.2M
9 16
0.75MX2.2M
DH DP1
0.75MX2.2M 0.75MX2.2M
7 8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
2
FLUSH DOOR
W12
2.13MX1.3M
1
ALUMINIUM WINDOW
DP2
0.75MX2.2M
7
FIRE RESISTANT DOOR
3.0MX2.2M
1
ALUMINIUM DOOR
FW3
9.5MX1.3M
1
ALUMINIUM WINDOW
DP3
0.75MX2.2M
7
FIRE RESISTANT DOOR
ED2
9.45MX2.2M
1
ALUMINIUM DOOR
SW3
9.5MX1.3M
1
ALUMINIUM WINDOW
9 3
W10
FLUSH DOOR
W11
PVC COATED DOOR
3.5MX1.3M
1
5.3MX1.3M
ALUMINIUM WINDOW
1
8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
DC2
ALUMINIUM WINDOW
1.5MX2.2M
ED1
1.5MX2.2M
TENDER DRAWING
HYBRID BUILDING
DRAWING NAME
FIRE RESISTANT DOOR
FOURTH FLOOR PLAN [LOWER LVL]
PROJECT MANAGEMENT CONSULTANTS
CLIENT
SCALE
DESIGN CONSULTANTS & COMMERCIAL AGENCIES
MR. NARAYAN RAO MAANAY
1:100
#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854
LVL +20.4 M
ARCHITECTS
REMARKS FIRE RESISTANT DOOR
D14
1.5MX2.2M
PROJECT
BNMIT
SCHEDULE OF DUCT OPENINGS
D6 D7
D10
ISSUED AS
STRUCTURAL AND MEP CONSULTANTS
DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481
ALUMINIUM WINDOW
7
4.3MX1.3M
MASTER PLAN
REMARKS
PW1
3.5MX2.1M 5.2MX2.1M 4.3MX1.3M
D3 D4
D8
NO.
ALUMINIUM DOOR
ED4 ED5 W1
D2A
D9
DIMENSION
ED3
FLUSH DOOR
D2
D13
R0
KEY PLAN
REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR
DATE
ORIENTATION
26-03-2010
BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62
#402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195
0.939
DRAWING NO.
BNMIT/ TD/AR-104A
1127-AR-P00-004 11-03-2010 - V6.0, R0
0.160
STB 2
HYDERABAD OFFICE
6.000
0.212
6.000 OF WALL SHEAR ISH TE FIN CONCRE
R0
1.665 0.939
3.072
3.258
FLUSH DOOR
DRAWING NAME
° 51
0.75MX2.2M
W11
2 1
9.45MX2.2M
3
8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
DC2
PVC COATED DOOR
1.5MX2.2M 3.0MX2.2M
ED2
1.5MX2.2M
FOR REFERENCE
HYBRID BUILDING
REMARKS FIRE RESISTANT DOOR
D14 ED1
1.5MX2.2M
PROJECT
BNMIT
SCHEDULE OF DUCT OPENINGS
ALUMINIUM WINDOW
D6
D10
ISSUED AS
STRUCTURAL AND MEP CONSULTANTS
DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481
D7
D13
MASTER PLAN
REMARKS
3.1 71
NO.
1.2MX2.2M 1.2MX2.2M
D1A
0.956
7.
IN GENERAL [ PROJECT SPECIFIC]
DIMENSION
FRD D1
° 51
6.
NAME
71
3.
SCHEDULE OF OPENINGS
ABBREVIATIONS
3.1
2.
LEGENDS
IMPORTANT NOTE
WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.
00
00
51
10E 10W
NOTES: 1.
0.3
1.5
DN
31
X
LVL =+21.9M
0
HVAC DUCT
1450
1.35
1645
1ST BASEMENT -4.000
1202
800
16
3500
0
9309
900
525 451 525
900
4N 4S
CORE 01
2595
7198
200
800 2550
1000
1850 875 1000
18400 2218
3300
800
9
200
ELECT. AND COMM DUCT
10719
7570
1000
1550
5
1500
2N 2S
2000
5050
UP
LOCKERS (BOYS)
LVL: 103.50 M
KOTAH FLOORING
450
1000
2050
5400
4200
1650
350
42
1999
2000
3300
6669
3104 750
1925
8557
7627
10253 2626
1600
1500
6050
3165
15883 6003
2648 6728 900
2125
8175
8226
8226
304
2000
RESTROOM AND
12.61 X 5.40 M AREA = 61.97 SQ.M
1000
GL -0.900 A
FIRE DUCT
26
1400
GR.FLOOR ±0.000 (46.15 C.L)
14
PHE DUCT
3685
B
1400
62
DN
12619
2100
8
FIRE ESCAPE EXIT DOOR 1500
750
556
5860
LVL: 103.50 M
KOTAH FLOORING
1500
9290
22
TOILET
PHE DUCT
1950
9301
4507
SLAB LOAD CONSIDER ED = 750 KGS /SQ.M (ENTIRE FLOOR)
7
PHE DUCT
550 200 400 1500
9.88 X 5.65 M 9881 AREA = 46.20 SQ.M LVL: 103.40 M
52
4150 1200 150
CERAMIC FLOORING
60
6555
BATH
2150
6500
450
4115
67
99
4120
20400
1200
BATH
8420
1172
10348
6 2150
KOTAH FLOORING
9935
4349
904
44
82
76
250
CORE 042000
1N 51S
700
FIRE DUCT 2150
6.50X5.43M AREA=41.68 SQ.M LVL: 103.50 M
SLAB LOAD CONSIDER ED = 750 KGS /SQ.M
5498
PHE DUCT
2050
4 750
LOBBY
SPORTS FLOORING
9753
2125
20.40 X9.75 M AREA = 196.95 SQ.M LVL: 103.50 M
6793
R0
200
12751
UP
3139
3503
2850
200
GYMNASIUM
8481
9325
9325
2176
900
7600
1200
1200
DN
100
C
D
E
200 1789
750
3100
KOTAH FLOORING
4150
1500
PHE DUCT
800
6500
900
F
CERAMIC FLOORING
1500
2050
1200
PUBLIC SPACE BELOW
KOTAH FLOORING
ELECT. AND COMM. DUCT
2000
7723
900
1775
2550
1850 7505
29015
1000
3850
100
6500
LVL: 103.50 M
1000
1880
900
2150
PARPAPET
3N
33S
DN KOTAH FLOORING
900
G
43 11
59
2050
LVL: 103.50 M
900
20400
INSTRUCTIONAL AREA 20.40X16.21M KOTAH FLOORING
OPEN BELOW
100
UP
AREA = 345.65 SQ.M LVL: 103.50 M
1700
5504
750
5464
2150
900 MM HIGH
SERVICES
2
CORE 01
2000
1255
4543
3358
944
8082
750
700
700
1950
ELECT. AND COMM. DUCT
7
22640
OPENINGS TO FURTHER DETAIL 2850
2150
2150
9
3961
7460
941
7326
5625
4844
12786
11638
DN
LVL: 103.50 M
700 750
FIRE DUCT
8
9184
250
KOTAH FLOORING
4
5 6
8407
10122 944
PHE DUCT
856
BNMIT/ WD/AR-104B
8213
CERAMIC FLOORING
1506
750
1000
5521
2000
6532
2000
250
1506
856
8676
12853
903
7831
CORE 03 2050
UP
750
2703
4543
2
3
753
H
J
K 1506
4S
07-04-2010
10E 10W
M
1
1ST FLOOR +3.900
5E 5W
A
B
ORIENTATION
DRAWING NO.
6E 6W
C
27033
12E 12W
D
E
30748
DATE
1127-AR-P00-004 11-03-2010 - V9.0, R0
7E 7W
F
1
8E 8W
G
H
J
K
1:100
BANGALORE
#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854
9E 9W
M
SCALE
BNM INSTITUTE OF TECHNOLOGY
1000
3
CLIENT
5284
1.5MX2.2M
PROJECT MANAGEMENT CONSULTANTS
DESIGN CONSULTANTS & COMMERCIAL AGENCIES
30 A
B
Q + 99.61 M AVERAGE ROAD LEVEL
ENTRANCE FEATURE 03
01
GROUND FLOOR
LVL: 99.30 M
2.7 00
0.160
1.280
b
51°
SLOPE UP FROM LVL: 101.00M TO LVL: 101.30 M
2.392
1950
2218
1.486
750 700
LVL: 107.00 M
KOTAH FLOORING
UP
2700
PH TOILET
2.30x2.70m AREA=6.21 SQ.M
1200
ELECT. AND COMM. DUCT 1500
3800
1200
1200
LVL: 97.30 M
KOTAH FLOORING
525 450 525
1000
1200 1000
1200
1051 750
1200
LVL: 106.90 M
TOILETS (LADIES) 3.80X3.80M AREA=14.45 SQ.M
6M WIDE DRIVEWAY LVL: 101.30 M
6M WIDE DRIVE
PAVERS FLOORING
2000
250
VEHICULAR EXIT
ROAD LVL: 97.00
WAY
6M WIDE DRIVE WAY - RAMP DOWN TO LVL: 99.20 M
SLAB LOAD CONSIDERED = FIRE TENDER MOVEMENT
LANDSCAPE
VEHICULAR EXIT
2050
CORE 02
30
CONCRETE FLOORING
LVL: +99.20 M
PAVERS FLOORING
PAVERS FLOORING
30
PAVERS FLOORING
LANDSCAPE
M
PLAN AT TERRACE FLOOR LE
A 4. 5.
WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.
IMPORTANT NOTE
LEGENDS
ABBREVIATIONS
SCHEDULE OF OPENINGS NAME FRD D1 D1A
IN GENERAL [ PROJECT SPECIFIC]
Working Drawings
DIMENSION
NO.
1.2MX2.2M 1.2MX2.2M
3 29
1.2MX2.2M
5
REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR FLUSH DOOR
D2
2.0MX2.2M
1
SHAKTIMET DOOR
D2A
2.0MX2.2M
1
FLUSH DOOR
D3 D4
1.0MX2.2M 1.5MX2.2M
12 3
D6 D7 D8
2.0MX2.2M 0.9MX2.2M
1 4
0.75MX2.2M
39
D9
1.0MX2.2M
10
D9A
1.0MX2.2M
2
KEY PLAN NAME
DIMENSION
NO.
REMARKS
ED3
5.7MX2.2M
1
ALUMINIUM DOOR
ED4
3.5MX2.1M
1
ALUMINIUM WINDOW
ED5 W1
5.2MX2.1M 4.3MX1.3M
1 3
ALUMINIUM WINDOW ALUMINIUM WINDOW
W2 W3
4.3MX1.3M 4.3MX1.3M
3 7
W4
4.3MX1.3M
7
ALUMINIUM WINDOW
FLUSH DOOR
W5
5.5MX1.3M
4
ALUMINIUM WINDOW
PVC COATED DOOR PVC COATED DOOR FLUSH DOOR PVC COATED DOOR
W6 W7 W8 W9
2.13MX1.3M 3.5MX1.3M 5.2MX1.3M 5.5MX1.3M
3 3 3 1
NAME PW1 PW2
DIMENSION
NO.
0.60MX0.6M
405
PATTERN WINDOW
48
PATTERN WINDOW
0.90MX0.9M
REMARKS
ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW
1.5MX2.2M
9
FLUSH DOOR
W10
3.5MX1.3M
1
ALUMINIUM WINDOW
1.5MX2.2M
3
PVC COATED DOOR
W11
5.3MX1.3M
1
ALUMINIUM WINDOW
MASTER PLAN
PROJECT
BNMIT
FOR REFERENCE
HYBRID BUILDING
DRAWING NAME
DF1 DF2 DC1
DIMENSION
NO.
0.75MX2.2M
9
0.75MX2.2M 0.75MX2.2M
9 16
1.
#422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62
REMARKS FIRE RESISTANT DOOR FIRE RESISTANT DOOR FIRE RESISTANT DOOR
DC2
0.75MX2.2M
8
FIRE RESISTANT DOOR
DH DP1
0.75MX2.2M 0.75MX2.2M
7 8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
D14 ED1
1.5MX2.2M 3.0MX2.2M
2 1
FLUSH DOOR ALUMINIUM DOOR
W12
2.13MX1.3M
1
ALUMINIUM WINDOW
DP2
0.75MX2.2M
7
FIRE RESISTANT DOOR
FW3
9.5MX1.3M
1
ALUMINIUM WINDOW
DP3
0.75MX2.2M
7
FIRE RESISTANT DOOR
ED2
9.45MX2.2M
1
ALUMINIUM DOOR
SW3
9.5MX1.3M
1
ALUMINIUM WINDOW
PROJECT MANAGEMENT CONSULTANTS
CLIENT
SCALE
DESIGN CONSULTANTS & COMMERCIAL AGENCIES
BNM INSTITUTE OF TECHNOLOGY
1:100
#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854
BANGALORE
1127-AR-P00-004 11-03-2010 - V9.0, R0
NOTES:
ARCHITECTS
BENGALURU OFFICE
SECOND FLOOR PLAN
SCHEDULE OF DUCT OPENINGS NAME
ISSUED AS
STRUCTURAL AND MEP CONSULTANTS
DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481
ALUMINIUM WINDOW ALUMINIUM WINDOW
FLUSH DOOR SHAKTI MET DOOR
D10 D13
2.7
DN
CERAMIC FLOORING
450 3.
19°
103° 1.498
3.629
PHE DUCT 550 800
01
LVL = +36.00M
2800
800
5450
1200
1350
3996
2.5 M WIDE CORRIDOR
2700
Q
ROAD LEVEL
R 2.
7.
1.6
97°
550
2333
GROUND FLOOR
LVL: 99.30 M
+ 98.91 M AVERAGE
6.
07
1.439
SLAB LOAD CONSIDERED = 750 KGS /SQ.M
1500
NOTES:
01
2.7
21.455
600
HVAC DUCT
1.
13.502
LVL +32.25M
PUBLIC SPACE
LVL: 99.60 M
UP
8396
3117
8175
700 1850 1699 1200 750
900
6M WIDE DRIVEWAY LVL: +99.20 M
EARTH FILL
3.1 71
NATURAL FILLL: +97.00 M FILL LVL : +98.90M
EARTH FILL
LVL: 107.00 M
GRANITE FLOORING
2296
9885
7085
A
2010
1500
3447
2706
3106
3475
1000
200
4345
0.979
B22 800X1200
LANDSCAPE
5820
SLAB LOAD CONSIDER ED = 500 KGS /SQ.M
8175
7175
675 1000
8420
898
5727 2300
GALLERY
LVL:102.40 M
5430
200 1000
31
8029
3998 4500
2.6
07
.200
13
1.500
2000
00
TO BE DISMANTLED
1850
4300
5300
800
1000
1000
2000
3472 200 1000
7679
8503
6728
1000
7085
1999
1.5
FIRE DUCT 2150
2.643
250
GRANITE FLOORING
5498
2000
0.946
DN LVL =+33.6M
EXISTING COLLEGE BUILDING
LVL: 107.00 M
13370
6820
CORE 04
LVL: 102.00M
LVL: 101.00M
LVL: 99.15 M
FLOOR LEVEL-102.40
6.00Mx9.55M AREA=65.27 SQ.M
24500
4500
2050
PAVERS FLOORING
PLAYGROUND
LVL: 107.00 M
12804
UP
SLOPE UP FROM LVL: +98.90 M TO LVL: 99.15M
LOBBY
1979
7548
KOTAH FLOORING
DN
9
900
SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT
RAMP UP FROM LVL: 98.90 TO LVL: 99.30 PAVERS FLOORING
SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT
MASONRY / RCC UPSTAND
3.288
2175
3000
902
8676
1000
4260
5985
1200
LVL: 107.00 M
900
750
1000 1000 1850 10076
450
2098
900
2175
PAVERS FLOORING
PAVERS FLOORING
300 MM WIDE DRAIN CONNECTED TO PHE DUCT SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT RCC RETAINING WALL TO HOLD THE EARTH FILL
1.291
900
900
LVL: +98.90 M
RAMP DN FROM LVL: +99.20 M TO LVL: +98.90 M
LVL: +99.20 M
PAVERS FLOORING
3000 4375
00 1.5
1155
9785
750
3100 2122
2175
13730
4570
PARPAPET
2050
900
DN
Q
PLAN AT SEVENT
°
2150
900 MM HIGH
2175
5860
LVL: +97.00 M
PAVERS FLOORING
6M WIDE DRIVEWAY RAMP UP FROM LVL: 98.90 M TO LVL: 101.00 M
PLAN AT SIXTH FLOOR LEVEL
51
ELECT. AND COMM. DUCT
SERVICES ELECT. AND COMM. DUCT
7
900
0
2000
2175
EXISTING TRANSFORMER YARD
DN
LVL: 107.00 M
KOTAH FLOORING
1200
1500
4021
EXISTING WELL 3.88 X 3.70 M BELOW RAMP
EXTENT OF THE UG SUMP BELOW
UP
200
1844
8146
900 350
6000
12800
2000
855
7470
900
900
2150
5 6
2000
8525
1000
22700
LVL: 102.00M
UP
35
1000
PAVERS FLOORING
0.0
2400
SLAB LOAD CONSIDER ED = 500 KGS /SQ.M 9185
7750
700
1975
FIRE DUCT
2850
LANDSCAPE STRIP
3.5 M WIDE RAMP DOWN TO BASEMENT, 18 M LENGTH SLOPE 1:10
2000
AREA
SQ.M
3250
4544
4844
LVL: 107.00 M
KOTAH FLOORING
750
9620 1925
5375
INSTRUCTIONAL
AREA = 753.50
895
DN
LVL: 107.00 M
700
4800
LVL:97.30M
2050 250
22.59 X 6.65 M AREA = 169.56 SQ.M LVL: 107.00 M
VITRIFIED FLOORING
UP
KOTAH FLOORING
4
CORE 01
2000
STAFF LOUNGE
6220
3
3798
3493
2441
2000
2672
2000
250
8
ENTRANCE FEATURE 01 LVL: 98.00M
ROAD LVL:97.00M
CORE 03 2050
R
ENTRANCE FEATURE 02
27035
5.2
C
D
E
A
F
30746
00
G
H
J
K
30
5.0
M
1 2
3.444
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
8
3.240
9 16
0.75MX2.2M
2561
0.75MX2.2M 0.75MX2.2M
DC2
3174
DF2 DC1
ALUMINIUM WINDOW
HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195
3068
ALUMINIUM WINDOW
1
2000
ALUMINIUM WINDOW
3
5.5MX1.3M
4091
3
5.2MX1.3M
W9
2241
9
3.5MX1.3M
W8
2241
1.5MX2.2M
W7
FLUSH DOOR
D14 ED1
D13
ARCHITECTS
BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62
FOURTH FLOOR PLAN [UPPER LVL]
650
D10
PVC COATED DOOR PVC COATED DOOR
1789
2
DRAWING NAME
200
10
FOR REFERENCE
HYBRID BUILDING
6
39
1.0MX2.2M 1.0MX2.2M
6655
D8
PROJECT
BNMIT
REMARKS
588
0.75MX2.2M
D9
ISSUED AS
STRUCTURAL AND MEP CONSULTANTS
DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481
FIRE RESISTANT DOOR
3.258
PATTERN WINDOW
9
1
PATTERN WINDOW
48
NO.
SW
405
DIMENSION
5.0 00
NO.
0.60MX0.6M 0.90MX0.9M
0.75MX2.2M
2.7 00
DIMENSION
DF1
1803
PW1 PW2
SCHEDULE OF DUCT OPENINGS NAME
750
ALUMINIUM WINDOW ALUMINIUM WINDOW
4340
NAME
ALUMINIUM WINDOW ALUMINIUM WINDOW
ALUMINIUM WINDOW
4090
7 4
5969
REMARKS ALUMINIUM DOOR ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW
3 7
3
900
1 1
4.3MX1.3M 5.5MX1.3M 2.13MX1.3M
4917
NO.
1 3
4.3MX1.3M 4.3MX1.3M
W4 W5 W6
2025
5.7MX2.2M 3.5MX2.1M 5.2MX2.1M 4.3MX1.3M
W3
FLUSH DOOR PVC COATED DOOR
2484
DIMENSION
W2
FLUSH DOOR SHAKTI MET DOOR
1 4
52
ED3 ED4 ED5 W1
SHAKTIMET DOOR FLUSH DOOR
12 3
2.0MX2.2M 0.9MX2.2M
21
NAME
FLUSH DOOR
1 1
1.0MX2.2M 1.5MX2.2M
D6 D7
D9A
MASTER PLAN
KEY PLAN
REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR
5
2.0MX2.2M 2.0MX2.2M
D3 D4
2000
3 29
1.2MX2.2M
D2 D2A
3163
NO.
1.2MX2.2M 1.2MX2.2M
D1A
20
DIMENSION
FRD D1
12
NAME
2
7.
SCHEDULE OF OPENINGS
ABBREVIATIONS
IN GENERAL [ PROJECT SPECIFIC]
64
6.
LEGENDS
IMPORTANT NOTE
WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.
75
4. 5.
7
3.
1013
2.
1200
NOTES: 1.
DATE 07-04-2010
ORIENTATION
3.
6. 7.
DRAWING NO.
BNMIT/ WD/AR-102
2.
4. 5.
HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195
R0
WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.
IMPORTANT NOTE
LEGENDS
ABBREVIATIONS
SCHEDULE OF OPENINGS NAME FRD D1 D1A
IN GENERAL [ PROJECT SPECIFIC]
DIMENSION
NO.
1.2MX2.2M 1.2MX2.2M
3 29
1.2MX2.2M
5
REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR FLUSH DOOR
D2
2.0MX2.2M
1
SHAKTIMET DOOR
D2A
2.0MX2.2M
1
FLUSH DOOR
D3 D4
1.0MX2.2M 1.5MX2.2M
12 3
D6 D7
2.0MX2.2M
1
0.9MX2.2M
4
0.75MX2.2M
39
D9
1.0MX2.2M
10
D9A
1.0MX2.2M
2
D8
FLUSH DOOR SHAKTI MET DOOR FLUSH DOOR PVC COATED DOOR
KEY PLAN NAME ED3 ED4 ED5 W1 W2 W3 W4 W5 W6
DIMENSION 5.7MX2.2M 3.5MX2.1M 5.2MX2.1M 4.3MX1.3M 4.3MX1.3M 4.3MX1.3M 4.3MX1.3M 5.5MX1.3M 2.13MX1.3M
NO. 1 1 1 3 3 7 7 4 3
REMARKS ALUMINIUM DOOR ALUMINIUM WINDOW
W7
3.5MX1.3M
3
ALUMINIUM WINDOW
FLUSH DOOR
W8
5.2MX1.3M
3
ALUMINIUM WINDOW
5.5MX1.3M
1
PW1 PW2
DIMENSION 0.60MX0.6M 0.90MX0.9M
NO.
REMARKS
405
PATTERN WINDOW
48
PATTERN WINDOW
MASTER PLAN
DF1 DF2 DC1
DIMENSION
NO.
0.75MX2.2M
9
0.75MX2.2M 0.75MX2.2M
9 16
ISSUED AS
STRUCTURAL AND MEP CONSULTANTS
PROJECT
DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS
BNMIT
FOR REFERENCE
HYBRID BUILDING
DRAWING NAME
#7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481
REMARKS FIRE RESISTANT DOOR FIRE RESISTANT DOOR FIRE RESISTANT DOOR
DC2
0.75MX2.2M
8
FIRE RESISTANT DOOR
9
FLUSH DOOR
W10
3.5MX1.3M
1
ALUMINIUM WINDOW
3
PVC COATED DOOR
W11
5.3MX1.3M
1
ALUMINIUM WINDOW
DH DP1
0.75MX2.2M 0.75MX2.2M
7 8
FIRE RESISTANT DOOR FIRE RESISTANT DOOR
D14
1.5MX2.2M
2
FLUSH DOOR
W12
2.13MX1.3M
1
ALUMINIUM WINDOW
DP2
0.75MX2.2M
7
FIRE RESISTANT DOOR
ED1 ED2
3.0MX2.2M 9.45MX2.2M
1 1
ALUMINIUM DOOR ALUMINIUM DOOR
FW3
9.5MX1.3M
1
ALUMINIUM WINDOW
DP3
0.75MX2.2M
7
FIRE RESISTANT DOOR
SW3
9.5MX1.3M
1
ALUMINIUM WINDOW
PROJECT MANAGEMENT CONSULTANTS
CLIENT
SCALE
DESIGN CONSULTANTS & COMMERCIAL AGENCIES
BNM INSTITUTE OF TECHNOLOGY
1:150
#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854
BANGALORE
1127-AR-P00-004 11-03-2010 - V9.0, R0
PLAN AT NINTH FLOOR LEVEL
ARCHITECTS
SITE LAYOUT [ROOF PLAN]
SCHEDULE OF DUCT OPENINGS NAME
ALUMINIUM WINDOW
1.5MX2.2M 1.5MX2.2M
PVC COATED DOOR
W9
NAME
ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW
PVC COATED DOOR
D10 D13
DATE 07-04-2010
ORIENTATION
BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62
HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195
DRAWING NO.
BNMIT/ WD/AR-100A1
R0
Q
R ACC(p)
75MM HIGH VITRIFIED TILES SKIRTING KOTAH STONE (600 X 600) 75 MM HIGH KOTAH SKIRTING BRUSHED CONCRETE FINISH
4" X 4" HUNTER DOUGHLESS GRID CEILING
16mm Thk. MS plate
VT1
10 X 50 MM SS FINISHED PLATE BALUSTER @ 1.5 C/C MAX
KOT
50 MM DIA S S FINISHED FIXTURE ATTACHED TO BALUSTER CONNECTOR
KOT1
38MM DIA S S FINISHED TWO PIECE BALUSTER CONNECTOR WITH SCREW FIXING
BCF
DETAILED PLAN OF TREAD 6MM COLOURED COATED GLASS ( SAINT GOBAIN OR EQUIVALENT)
RCC TREAD
14. FOR ALL STEEL FABRICATION , ACP AND GLAZING WORKS ,THE CONTRACTOR SHALL PRODUCE DETAILEDSHOP DRAWINGS FOR ARCHITCTS APPROVAL BEFORE PLACING ORDER /EXECUTING SAME AT SITE.
REVISION
31.08.09 26.11.09
DELT BY
DATE
MEGHANA
DRAWN. BY RAMESHWARI
BE CHECKED AT SITE BY THE CONTRACTOR
ALL MEASUREMENTS MUST
SCALE - 1: 100
31.08.09
NORTH BLOCK STAIRCASE ST1
TITLE
NORTH
AR 35b R2
DRG. NO. MA CP
6.000
STAINLESS STEEL CLADDING.( BRUSHED STEEL OR EQUIVALENT)
8MM THK CLEAR GLASS PANEL
CCG
4
SSC
3
7MM HIGH RIVER WASHED GRANITE SKIRTING
2
600 X 1200 BLACK GRANITE
| DETAIL-A
600 X 600 VITRIFIED TILES WITH 5MM APPL COLOUR OF BAL ADDHESIVE GROUT
elevation | scale 1: 10 DETAILS ADDED DETAILS REVISED
SCALE 1:10 R1 R2
DETAILED TREAD ELEVATION
BRG
24 Thk screed
60 VT
16mm Thk. M.S.plate
REVISIONS NO DATE
8MM THK CLEAR GLASS PANEL
5. FOR STAIRCASE AND TOILETS FOLLOW RESPECTIVE DETAILED DRAWINGS 6. DO NOT SCALE THIS DRAWING ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 7. ALL DIMENSIONS ARE IN METRE UNLESS OTHERWISE SPECIFIED. 8. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE RELEVANT STRUCTURAL/PLUMBING-SANITARY/ELECTRICAL/H V A C /SERVICES DRAWINGS. 9. FOLLOW STRUCTURAL MEMBERS DIMENSION FROM RELEVANT STRUCTURAL DRAWINGS. 10. ALL FLOORING/DADO TILES UNLESS SPECIFIED SHALL BE LAID WITH SPACERS OF 2MM-5MM WIDE JOINT BETWEEN THE TILES AND JOINTS SHALL BE FINISHED WITH APPROVED BAL ADHESIVE EPOXY GROUT. 11. THE 0.00 MTS LVL REFERS TO THE EXISTING SITE GROUND LVL.
LVL =+37.5M
NOTE : 1. ALL BRICK WALLS EXTERNALLY FINISHED WITH 25MM THK SAND FACED PLASTER IN TWO COATS WITH EXTERNAL PAINT OF FENOTEX SHADE AS APPROVED BY THE ARCHITECT UNLESS SPECIFIED 2. ALL EXTERNAL STEPS TO BE FINISHED WITH 20MM ( AVG.) THK APRVD. ROUGH GOLDEN LIME STONE TREADS UNLESS SPECIFIED 3. ALL BRICK WALLS SHALL BE FINISHED WITH 20MM THK APPROVED INTERNAL PLASTER AND APPROVED JOTASHIELD INTERNAL PAINT/ .
DN
RWG 1
WALLS/CEILING
30
NEERU FACED PLASTER
TREAD 1500 X 350 USING 20 Thk. black honde granite
6.000
SMOOTH CEMENT PLASTER
° APPROVAL STAMP
ARCHITECT
THIS DRAWING IS COPYRIGHTED. IT IS PROPERTY OF KAMAL S. MALIK AND IS NOT TO BE REPRODUCED, SUPPLIED, HANDED OVER TO A THIRD PARTY OR USED FOR PURPOSE OTHER THAN FOR WHICH IT HAS BEEN INTENDED
CIPLA, VIKHROLI.
PROPOSED R&D CENTRE
CLIENT
6.000
PLASTIC EMULSION PAINT
163
0.160
OIL BOUND DISTEMPER
1.723
b
SCP
6.000
OBD
LVL +28.2M
NFP
SW2 2.392 1.665
PEP
R 50
SKIRTING CEILING WALL
TH FLOOR LEVEL 0.7 X
ROOM
00
LEGEND
0.2
FINISHES
45
FLOORING
2.6
IPS FLOORING WITH IRON TOPPINGS
31 B22 800X1200
RIVER WASHED GRANITE ( BLACK OR EQUIVALENT)
EVEL 45
LVL =+29.7M
POURED CONCRETE FINISH WITH SILICON COATING HAVING 5MM STAINLESS STEEL STRIP JOINT AS PER DRAWING
UP 00
00
1.5
5.0
X
GENERAL NOTES
0.160 X
FLOORING/SKIRTING
4.200
2.6 00
00
2.7
0.2
PCSS
B22 800X1200
3.102
00
IPSI
DN
0.0 35
1.5
LVL =+25.8M
RWG
71
LVL +24.3 M 3.1
0.515
0.956
3.629
50
50
STB 1
3.444
STB 1 0.3
0.350
LVL +3.6 M
°
A
0.7 3.054
STB 1
51
°
51
b 0.956
41°
00
2.7
300
0.450
1.500
35
PLAN AT EIGHTH FLOOR LEVEL Q R
50 MM DIA S S FINISHED FIXTURE ATTACHED TO BALUSTER CONNECTOR
38MM DIA S S FINISHED TWO PIECE BALUSTER CONNECTOR WITH SCREW FIXING M.S. DOUBLE PLATE STRINGER 12mm x 350 mm EACH 60MM DIA ELLIPTICAL PIPE RAILING SS FINISHED
10 X 50 MM SS FINISHED PLATE BALUSTER @ 1.5 C/C MAX
B22
STB 1
LVL +5.70 M
ENTRANCE
UPPER BASEMENT
LOWER BASEMENT
ION A-A B22
LVL +20.55 M
LVL +18.0M
LVL +12.75 M
PARKING @ 0.15M
STB 1
LVL +9.30 M
SECTION AA [ALT] STILT LOBBY
LVL +28.35 M
LVL +25.8 M B22
B22
SEVENTH FLOOR LEVEL + 21.075 m
CORRIDOR SIXTH FLOOR LEVEL + 18.20 m
CORRIDOR FIFTH FLOOR LEVEL + 15.425 m
CORRIDOR FOURTH FLOOR LEVEL + 12.60 m
CORRIDOR THIRD FLOOR LEVEL + 9.775 m
150 75
CORRIDOR SECOND FLOOR LEVEL + 6.95 m
CORRIDOR FIRST FLOOR LEVEL + 4.125 m
2400.0
CORRIDOR
1075.0
STAIR HEADROOM
GROUND FLOOR LEVEL + 0.30 m AVG GROUND LVL ± 0.00 m
150.0
2825.0
DET Y
TERRACE FLOOR LEVEL + 23.90 m
B22
C
HALL 2.70 x 3.75 [9'0"x12'3"]
BALCONY - PART PLAN
2400.0
BALCONY 2.70 M x 1.20M
LVL +7.05 M STB 1
BALCONY 2.70 M x 1.20M
STB 1
FIN SEPARATING BALCONIES
150.0
STUDIO APARTMENT - SECTION
400.0
LMR FLOOR LEVEL + 26.80 m
100.0
300
100
LMR OHT FLOOR LEVEL + 26.70 m
FIN WALL SEPARATING BALCONIES
150MM GAP 600 600
2825.0
1075.0
2400
2800
[INCL FREEBOARD]
2825.0
2825
LVL +29.7 M 1.35Mx2.55M x4.50M [STUDIO, 1 BHK, 2 BHK]
75
2825
LVL +32.25M
DOM OHT
1075
2825
[INCL FREEBOARD]
4550
4400
4360
4360
4500
LVL +37.5 M
PERFORATED PARAPET
CONICAL PERFORATIONS
DET X
DET Z 2400
600 600
140
BALCONY HALL
BALCONY HALL
BALCONY HALL
150 75
DETAIL
2825.0
2000
175
140
OHT TOP/LMR ROOF LEVEL + 31.35 m
300 100
LVL +24.45 M
33350
FIRE OHT
150 150 100
LVL +21.9M
2825
B22
300.0
23900
2.25Mx2.55Mx4.50M [STUDIO,1 BHK, 2 BHK]
1075
2825
LVL +33.6 M
300 100
LVL +16.65 M
2825
GYM
3825
LVL +14.1M
2825
LVL +36.00M
LIFT SHAFT
LVL +10.65 M
3825
YOGA
C
75
STB 1
1.500
0.0
LIGHTENING ARRESTOR LEVEL + 33.35 m
B
BALCONY - PART ELEVATION
B SECTION BB DET Z
DETAIL Y
X
STB 1
100MM THICK PRECAST PERFORATED PAPAPET
LVL +2.25 M
InFORM ARCHITECTS
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